An analytical solution for the consolida
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M. F. Randolph; C. P. Wroth
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Article
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1979
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John Wiley and Sons
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English
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## Abstract Field studies have shown that the driving of a displacement pile into cohesive soil generates large excess pore pressures in the vicinity of the pile. These pore pressures are often larger than the effective overburden pressure and facilitate the installation of the pile. The subsequent